摘要
采用一种新型的生物滤池,以制革废水的生化处理出水为研究对象,重点考察了新型滤池对COD和氨氮的去除效果。结果表明,采用两级串联生物滤池深度处理生化处理后的制革废水,当进水COD为300~500 mg/L、氨氮为150~350 mg/L时,出水COD<250 mg/L、氨氮<35mg/L,出水水质能够达到当地的制革行业污染物排放标准,但为确保COD和氨氮同时达到当地的排放要求,建议水力停留时间在24 h以上。
A two-stage in series biological filter was used for advanced treatment of biochemicallytreated tanne~ wastewater. When the influent concentrations of COD and NH3 - N were 300 to 500 mg/L and 150 to 350 mg/L, respectively, the effluent concentrations of COD and NH3 - N were 〈250 mg/L and 〈 35 mg/L, respectively. The effluent quality met the local pollutant discharge standard of the tan- ne~ industry. However, HRT 〉24 h was recommended to ensure that both effluent COD and NH3 - N meet the local discharge requirements.
出处
《中国给水排水》
CAS
CSCD
北大核心
2013年第5期94-97,共4页
China Water & Wastewater
基金
浙江省重点科技创新团队项目(2009R50047)
关键词
制革废水
新型生物滤池
深度处理
水力停留时间
tannery wastewater
new biological filter
advanced treatment
hydraulic residence time (HRT)